HomeMy WebLinkAbout18100014 Truss Layout11-7/8" TJI's
24" OC Spacing
A3
A3
A3
A3
A3
A3
A3
A3
A3
A3
A3
A3
A3
A3 A3
A3
A3
B1
B4
B3W
M1-2
TS1-2
TS2-2
TS1-2
TS3
9' 8" 9' 8" 9' 8"
11' 10" 11' 10" 11' 10"
11' 10" 11' 10" 11' 10"
F 10'
F 28'
F 10'
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
STRm1
Framing Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H1 1 Simpson LSSU2.1 Designed 9- 10d common - 7- 10d x 1-1/2 45 (R) - No No Yes
Products
PlotID Length Product Plies Net Qty
F46' 46' 0" 11 7/8" TJI® 210 1 2
F44' 44' 0" 11 7/8" TJI® 210 1 3
F42' 42' 0" 11 7/8" TJI® 210 1 4
F34' 34' 0" 11 7/8" TJI® 210 1 6
F28' 28' 0" 11 7/8" TJI® 210 1 1
F26' 26' 0" 11 7/8" TJI® 210 1 21
F22' 22' 0" 11 7/8" TJI® 210 1 4
F20'-2 20' 0" 11 7/8" TJI® 210 2 2
F10' 10' 0" 11 7/8" TJI® 210 1 2
M1-2 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2
TS1-2 38' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 4
TS2-2 30' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
TS3 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1
STRm1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 17
Accessories
PlotID Length Product Plies Net Qty
9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 10
7/8"x48"x96" Weyerhaeuser Edge Panel (0/32) T&G SF 1 81
Block ing
PlotID Length Product Plies Net Qty
FBk1 2' 0" 11 7/8" TJI® 210 1 11
LEVEL NOTES
Current Date: 8/24/2017
File Name: 2017-0841bfa.jvl
Level Name: First Floor System
TJ-Pro Rating (Weighted Average): 46
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 39, joist = F28'(i3246)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 70, joist = F10'(i3245)
Building Code - Design Methodology: IBC 2006
FLOOR
Floor Container: FC1
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Operator Added Additional Loads
Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 46
Directly Applied Ceiling: None
Decking Attachment: Glue and Nail
Decking Material: 7/8"x48"x96" Weyerhaeuser Edge Panel (0/32) T&G SF
Perpendicular Partition: No
Strapping at max 8' o.c.: None
Blocking at max 8' o.c.: No
Poured Flooring: No
Design Loads
F loor Loads
Live Load = 40 psf
Dead Load = 10 psf
Roof shown is a truss roof system with
all the roof loads being transferred to
exterior walls. No roof loads have
been applied to the interior walls for
the
design of this structure. Please verify
roof truss system prior to construction.
An additional 20 PSF area dead load has been added to account for load
from kitchen island and granite counter top.
An additional 10 PSF area dead load has been added to account for tile
load in the Bathrooms on this floor.
FP Supply Indianapolis prepared these placement plans for the specification of
TruJoist products based on project information provided to us. This service is
solely intended for product application assurance; and, is not intended to
circumvent the need for a design professional as determined by the building codes.
The designer of record and/or builder/framer is responsible to assure these drawings
are compatible with the overall project.
Arch. Drawings Prepared By: Struct. Drawings Prepared By:
Reagan
2017-0841BFa
Sheet
2 of 2
Timberland
Mick Hammersley
Shoopman Custom Homes
Reagan Model
Drawn By:
BF
Checked By: Date:
BF 8/17/17
FP Supply Indianapolis
317-357-8011 or 1-800-652-8247
indyewp@fp-supply.com
F loor panel nail - 8d
(0.131" x 2
1
2") at 6"
on-center
Toe nail - 10d (0.131"
Install proper blocking to x 3") at 6" on-center
support all panel edges
Attach panel
per code or
specification
*See Weyerhaeuser TJI® Joist Specifier's Guide, #TJ-4000,
and Weyerhaeuser Rim Board Specifier's Guide, #TJ-8000,
for additional installation specifications and applications.
A3.4
12"
min.
2x_ stud wall at
16" on-center
Plate nail - 16d (0.135"
x 3
1
2") at 12" on-center
1
1
4" TimberStrand®
When sheathing LSL rim board.*
thickness exceeds
7
8",
trim sheathing tongue
at rim board
A3.4
W
Web Stiffeners
required each
side at A3.4W
Load bearing or shear wall above
(must stack over wall below)
Blocking panel
Web stiffeners
required each side at
B1W and B2W
B1 B2
B1W B2W
1
16"
2x4 minimum
squash blocks
Blocking panels may
be required with
shear walls above or
below - see detail B1
IRC 502-7 requires lateral restraint (blocking) at all
intermediate supports in Seismic Design Categories
D0, D1, and D2 to strengthen the floor diaphragm.
8" diameter maximum hole for 11
7
8" -
16" deep blocking panels; 6" diameter
maximum for blocking panels 9
1
2"
deep or shorter than 12" long.
Do not cut flanges.
E1 E1W
Web stiffeners
required both
sides at E1W
1
1
4" TimberStrand®
LSL or
1
1
8" TJ®
rim board. Nail with
10d (0.131" x 3") nails, one
each at top and bottom flange.
Top mount
hanger
H1
F ace mount
hanger
Web stiffeners required if
sides of hanger do not
laterally support at least
3
8" of TJI
® joist top flange
Hanger height must
be a minimum of
60% of joist depth
Backer block: Install tight to top
flange (tight to bottom flange
with face mount hangers).
Attach per the table below.
Clinch nails when possible.
H2
Backer block
both sides of web
with single TJI®
joist
F iller block: Attach per
the table below. Clinch
nails when possible.
With top mount hangers, bac ker bloc k required only for
downward loads exc eeding 250 lbs or for uplift c onditions.
TJI®
Depth, D
TJI®
F lange
Width
Block
Type
Nail
Size Quantity
9
1
2" <D<16"
16" <D<20"
20" <D<24"
less than 3
1
2"
3
1
2"
less than 3
1
2"
3
1
2"
3
1
2"
F iller
Backer
16d(0.135" x 3
1
2")
10d(0.128" x 3")
25 - each side
15
F iller
Backer
16d(0.135" x 3
1
2")
10d(0.128" x 3")
15 - each side
15
F iller
Backer 10d(0.128" x 3") 15
F iller
Backer
16d(0.135" x 3
1
2")
10d(0.128" x 3")
10 (1) - each side
F iller
Backer 10d(0.128" x 3")
15
10d(0.128" x 3") 10(1)
10d(0.128" x 3")
(1) 15 for multi-family applications
10(1)
10(1)
A COMPLETE JAVELIN® LAYOUT INCLUDES THE iLEVEL® FRAMER'S POCKET GUIDE.
THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING
First Floor Material List
10/08/18
Mike Sheeks
STRm1
STRm1
H1
F 20'-2
F Bk1
11' 9"
2' 0"
5' 10" 10' 10" 17' 10" 1' 8"
6' 7" 18' 10" 17' 8" 24' 2"
22' 3" 10' 5" 16' 4"
12' 9" 11' 4"
F Bk1
AL1
AL2
AL3
12' 11 1/2"
AL4
F 44'
F 46'
F 42' F 26'
F 26'
F 34' F 26'
F 22'
Bearing Wall Required.
6" Bearing required at this location.
All columns need to have 5-1/4"
bearing for beams unless otherwise
noted.
FP Supply Indianapolis prepared these placement plans for the specification of
TruJoist products based on project information provided to us. This service is
solely intended for product application assurance; and, is not intended to
circumvent the need for a design professional as determined by the building codes.
The designer of record and/or builder/framer is responsible to assure these drawings
are compatible with the overall project.
Arch. Drawings Prepared By: Struct. Drawings Prepared By:
Reagan
2017-0841BFa
Sheet
1 of 2
Timberland
Mick Hammersley
Shoopman Custom Homes
Reagan Model
Drawn By:
BF
Checked By: Date:
BF 8/17/17
FP Supply Indianapolis
317-357-8011 or 1-800-652-8247
indyewp@fp-supply.com
A COMPLETE JAVELIN® LAYOUT INCLUDES THE iLEVEL® FRAMER'S POCKET GUIDE.
THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING
First Floor Layout
Dimensions on this layout are for reference only.
Framer must verify these dimensions with the
architectural plans prior to installing this floor
system. Architectural dimensions take precedent
over the dimensions on this layout.
10/08/18
Mike Sheeks